A.John Edgar, senior technical services manager
at Sto Corp., a manufacturer of EIFS systems, responds:
When EIFS is installed on a wood-frame building, EIFS
manufacturers recommend the installation of a horizontal joint
in the sheathing at floor lines (see “Success With
EIFS,” 11/01). The purpose of the joint is to accommodate
the cross-grain shrinkage in the floor joists, as well as any
settling. (This type of shrinkage can cause problems with many
types of cladding, including EIFS, brick veneer, and vinyl
siding.) In addition to providing a gap in the sheathing, a
flexible joint is provided in the EIFS cladding, to accommodate
the movement that occurs as the sheathing joint closes.
This standard detail is problematic when the sheathing spans
the floor line to structurally tie the upper floor to the lower
floor, as is often the case in seismic zones and high-wind
coastal areas. In such cases, the EIFS joint should be
installed at the nearest horizontal joint in the sheathing,
even if that is not at the floor line. As the joists shrink,
the stress will probably be focused at that sheathing
joint.
This is the best solution, but it is not ideal. The stresses
are somewhat unpredictable — if the sheathing is securely
restrained above and below the floor line and the shrinkage is
severe, the sheathing may bulge as it is compressed, causing
the EIFS also to bulge out or crush at that point.
More information can be found in the EIMA Guide to EIFS
Construction, which is posted at the website of the EIFS
Industry Members Association at www.eima.com.